Análisis integral del lavado y arrastre de sólidos en suspensión en cuencas urbanas utilizando un simulador de lluvia a escala real

  1. Naves, Juan
  2. Puertas, Jerónimo
  3. Suárez, Joaquín
  4. Anta, Jose
Revista:
Ingeniería del agua

ISSN: 1134-2196

Año de publicación: 2022

Volumen: 26

Número: 4

Páginas: 231-243

Tipo: Artículo

DOI: 10.4995/IA.2022.18023 DIALNET GOOGLE SCHOLAR lock_openAcceso abierto editor

Otras publicaciones en: Ingeniería del agua

Objetivos de desarrollo sostenible

Resumen

Ante la falta de datos experimentales precisos para el desarrollo y validación de modelos de lavado y transporte de sedimentos en la superficie de cuencas urbanas, en este estudio se presenta una serie de ensayos en los que los procesos involucrados son medidos con detalle en un modelo físico de drenaje urbano dual de 36 m2 a escala real. Durante los experimentos, se han analizado tres intensidades de lluvia y cinco clases de sedimento y se han medido calados y velocidades en superficie; calados en colectores; caudales, concentraciones de SST y distribuciones de tamaños de partícula en el flujo de entrada a las arquetas y en el punto de vertido de la red de colectores; y se han realizado balances de masas a partir del sedimento que queda depositado en las distintas partes del modelo. Todos los datos brutos y procesados obtenidos se encuentran disponibles en el repositorio de acceso abierto Zenodo (https://zenodo.org/communities/washtreet).

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Fuente de los datos: Dialnet